資源描述：
《帶高位轉(zhuǎn)換層高層建筑框支剪力墻結(jié)構(gòu)抗震性能研究》由會員上傳分享，免費(fèi)在線閱讀，更多相關(guān)內(nèi)容在學(xué)術(shù)論文-天天文庫。
1、西南交通大學(xué)碩士學(xué)位論文帶高位轉(zhuǎn)換層高層建筑框支剪力墻結(jié)構(gòu)抗震性能研究姓名：雍軍申請學(xué)位級別：碩士專業(yè)：結(jié)構(gòu)工程指導(dǎo)教師：毛蓉萍20080401西南交通大學(xué)碩士研究生學(xué)位論文第1I頁AbstractTotallbuilding，becauseoftherequirementofarchitecturalfunction，inthelowerpart,framecolumnswithsmallrigidityarelaidtogetlargespacewhichisusedasmarketplacesandre
2、creationalsites；intheupperpartshearwallswithlargerigidityarelaidtogetsmallspacewhichisusedasresidencesandoffices．Toobtainthistypeofstructure，transferstorymustbelocatedbetweenthelowerpartandtheupperpartofhigh·risebuilding．Forrecentyears，inseismicregion，manyt
3、ransferstorysatelocatedhighposition,usuallyonthe3rdtothe6thstory,someonhe7thtOthelOth，evenhigher．Tallbuildingofframe—shearwallstructurewithtransferstorybelongtocomplexstructure．Thisstructureisflexibleinthelowerpartwhilefirmintheupperpart．Manyofthisstructure
4、typesurpasscodelimitationinlocatingpositionoftransferstory,SOitisdisadvantageoustoantiseismic．ThispaperstudytheseismicresponsecharacteristicofthetallbuildingwithhightransferstorybyfiniteelementcalculationofprogramETABS9．0．Thispapermainlyhasanalyzedinfluence
5、softransferstorypositionandtheratioofequivalentshearrigidityoftransferstoryandstyleofshearwalllinkedwiththegroundondynamicbehaviorandantiseismicperformanceofthetallbuilding．ThemaincontributionsinthisPaperaleasfollows：(11)Indifferenttransferstorypositionhase
6、stablishedthree-dimensionalfiniteelementscomputationsstructuralmodel，Byanalyzingtheearthquakeresponseofthestructuralmodelthatbearthesametypicalaccelerationresponsespectrum，wecanobtaintheweakstoryanddrawconclusionofinfluencesoftransferstorypositiononantiseis
7、micperformanceofthetallbuilding．(2)Insametransferstorypositionhasestablishedseveralthree—dimensionalfiniteelementscomputationsstructuralmodels，themOdelshavedifferentratioofequivalentshearrigidityoftransferstorybychangingthechickoftheirshearwall．Byanalyzingt
8、heearthquakeresponseofthestructuralmodelthatbearthesametypicalaccelerationresponsespectrum，wecandrawconclusionofinfluencesofratioofequivalentshearrigidityoftransferstoryonantiseismicperformanceofthetal
